Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6570170B2 - Repair method of repair wall, repair ceiling and trowel finish face - Google Patents
[go: Go Back, main page]

JP6570170B2 - Repair method of repair wall, repair ceiling and trowel finish face - Google Patents

Repair method of repair wall, repair ceiling and trowel finish face Download PDF

Info

Publication number
JP6570170B2
JP6570170B2 JP2015039541A JP2015039541A JP6570170B2 JP 6570170 B2 JP6570170 B2 JP 6570170B2 JP 2015039541 A JP2015039541 A JP 2015039541A JP 2015039541 A JP2015039541 A JP 2015039541A JP 6570170 B2 JP6570170 B2 JP 6570170B2
Authority
JP
Japan
Prior art keywords
acrylic resin
wall
injection hole
repair
resin composition
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2015039541A
Other languages
Japanese (ja)
Other versions
JP2016160634A (en
Inventor
治 後藤
治 後藤
雅紀 田村
雅紀 田村
紘明 丸山
紘明 丸山
順一 横島
順一 横島
斯征 石崎
斯征 石崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kogakuin University
Original Assignee
Kogakuin University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kogakuin University filed Critical Kogakuin University
Priority to JP2015039541A priority Critical patent/JP6570170B2/en
Publication of JP2016160634A publication Critical patent/JP2016160634A/en
Application granted granted Critical
Publication of JP6570170B2 publication Critical patent/JP6570170B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

本発明は、コテ仕上げにより構築された補修壁、補修天井及びコテ仕上げにより構築された壁、天井等の面体の補修方法に関する。   The present invention relates to a repair wall constructed by trowel finishing, a repair ceiling, and a repair method for a face body such as a wall and ceiling constructed by trowel finishing.

伝統的な日本建築の建造物は、漆喰等を用いたコテ仕上げの壁、天井を有する。コテ仕上げ壁は、一般に、竹等を格子状に編んだ下地材としての小舞下地の片面又は両面に、粘土、土、及び所望により、これらの土に藁、麻繊維、ふのり及び消石灰から選ばれる材料を混ぜた混合物等をコテ仕上げで塗り重ねて作製した中塗り材と、消石灰等を含む漆喰をコテ仕上げで塗り重ねて作製した表面材で面が仕上げられる。表面材は上塗り材とも称する。表面材に使用される漆喰は耐水性に優れ、白色で外観に優れることから表面材、特に、壁や天井等の仕上げ材として古くから汎用されていた。
中塗り材は、目的に応じて土粒子のサイズや混合する材料を変更して、荒壁、大むら直し壁、小むら直し壁等の複数の層を有する形態で形成されていることがある。
Traditional Japanese architecture has troweled walls and ceilings using plaster. The trowel finish wall is generally selected from clay, earth, and, if desired, straw, hemp fiber, furin and slaked lime on one or both sides of the Komai foundation as a base material knitted in a lattice pattern such as bamboo. The surface is finished with an intermediate coating material prepared by repeatedly applying a mixture of materials to be coated with a trowel finish, and a surface material prepared by applying plaster containing slaked lime with a trowel finish. The surface material is also referred to as a top coat material. Since the plaster used for the surface material is excellent in water resistance, white and excellent in appearance, it has been widely used for a long time as a surface material, particularly as a finishing material for walls and ceilings.
The intermediate coating material may be formed in a form having a plurality of layers such as a rough wall, a large unevenness wall, and a small unevenness wall by changing the size of the soil particles and the material to be mixed according to the purpose.

左官仕上げの壁は、伸縮性に乏しく、経時すると、温度差による収縮、地震等の外的な応力付加により、損傷することがある。特に土壁の如き中塗り材に、防水性の高い漆喰の表面材を重ねた壁体の表面では、漆喰製の表面材に亀裂が入ることがある。表面材の内部の中塗り材には空隙が多く、そこに表面材の亀裂から雨水等が浸入した場合、漆喰の表面材に面剥離が生じることが懸念され、外観上も問題となる。
また。明治時代頃から盛んに建築された西洋風建造物では、装飾的な漆喰壁、漆喰天井を有するものが多数あり、これら建造物の歴史的価値、装飾的外観を大きく損なうことなく修復する技術が求められている。
Plastered walls have poor stretchability and may be damaged over time due to shrinkage due to temperature differences and external stress such as earthquakes. In particular, on the surface of a wall body in which a highly waterproof plaster surface material is superimposed on an intermediate coating material such as an earth wall, cracks may occur in the plaster surface material. There are many voids in the intermediate coating material inside the surface material, and when rainwater or the like enters from the cracks in the surface material, there is a concern that the surface material of the plaster may be peeled off, which causes a problem in appearance.
Also. Many Western-style buildings that have been actively built since the Meiji period have decorative plaster walls and plaster ceilings, and there is a technology to restore them without significantly degrading the historical value and decorative appearance of these buildings. It has been demanded.

従来、コテ仕上げの壁面における表面剥離、ひび割れ、断面欠損ならびに剥落等の劣化や損傷が生じると、当該箇所と同等の品質をもつ左官材料、例えば、粘土、漆喰、モルタル等を用いて、施工当時と同等の状態に回復させることを目標とする補修又は補強が行なわれるのが一般的であった。
しかしながら、伝統的建物に使用される左官材料の多くは、水硬性材料や気硬性材料であるために、コテ仕上げを用いた修復時に水を一定量使用することが必要であり、施工後の硬化の過程において乾燥することにより修復部分が収縮現象を起こすことがある。その結果、損傷が生じていない部分と接する修復箇所が硬化の過程で収縮現象を起こし、再劣化が別の箇所で生じたり、修復箇所と修復が行なわれていない箇所との壁面としての一体性が保てなかったりする問題があった。
即ち、既述のように部分的な補修が困難であったため、外観を維持するためには、結果的に補修対象である土壁と同類の左官材料を用い、全面の左官材料をはつり,再び土壁と同等の左官材料を下地材に1から塗り直す全面補修となり、多大な時間と費用とを要するものであった。
このため、左官材料等の修復に用いる硬化収縮率の少ない補修材として、セメント、表面がポリビニルアルコールの水溶性保護コロイドで被覆されているアクリル共重合再乳化形樹脂粉末、膨張材及び収縮低減剤を含むセメント組成物が提案されている(例えば、特許文献1参照)。
Conventionally, when deterioration or damage such as surface peeling, cracks, cross-sectional defects and peeling occurs on a troweled wall, plastering materials with the same quality as that part, such as clay, plaster, mortar, etc. In general, repairs or reinforcements aimed at restoring to a state equivalent to the above are performed.
However, since most plastering materials used in traditional buildings are hydraulic or aerodynamic materials, it is necessary to use a certain amount of water when repairing with a trowel finish. The repaired part may cause a shrinkage phenomenon by drying in the process. As a result, the repaired part in contact with the undamaged part undergoes a shrinkage phenomenon during the curing process, re-degradation occurs in another part, or the integrity of the repaired part and the part that has not been repaired as a wall surface There was a problem that could not be maintained.
In other words, as described above, partial repair was difficult, so in order to maintain the appearance, as a result, the plaster material similar to the earth wall to be repaired was used, and the plaster material on the entire surface was suspended, and again The plastering material equivalent to the earth wall was completely repainted from scratch to the base material, which required a lot of time and money.
Therefore, as a repair material with a low curing shrinkage rate used for restoration of plastering materials, etc., cement, acrylic copolymer re-emulsified resin powder whose surface is coated with a water-soluble protective colloid of polyvinyl alcohol, an expansion material and a shrinkage reducing agent There has been proposed a cement composition that contains (see, for example, Patent Document 1).

また、モルタル材を修復する方法として、壁等の欠落部分にモルタル硬化体を形成し、表面を平坦化した後に、水硬性モルタル硬化体を覆うように防水用ポリマーセメント組成物を用いて塗膜防水層を設けるモルタル仕上げ構造体の施工方法が提案されている(例えば、特許文献2参照)。
コテ仕上げの壁面とは異なり、漆喰天井は補強がより困難であるため、外観上ひび割れを生じた箇所にはモルタル等の充填材を適用するが、崩落が懸念される箇所では、漆喰天井の下部にプレートを貼る等の方法しかなく、外観が著しく損なわれ、且つ、修復、補強等の根本的な解決には至っていないのが現状である。
In addition, as a method of repairing the mortar material, a cured mortar body is formed in a missing portion such as a wall, and after flattening the surface, a coating film is formed using a waterproof polymer cement composition so as to cover the hydraulic mortar cured body. A construction method of a mortar finish structure in which a waterproof layer is provided has been proposed (see, for example, Patent Document 2).
Unlike plaster-finished walls, stucco ceilings are more difficult to reinforce, so mortar and other fillers are applied where cracks appear, but in places where collapse is a concern, the bottom of the plaster ceiling There is only a method of sticking a plate on the surface, the appearance is remarkably impaired, and a fundamental solution such as restoration and reinforcement has not been reached.

特開2009−102216号公報JP 2009-102216 A 特開2010−18492号公報JP 2010-18492 A

しかしながら、特許文献1に記載の組成物は、主としてモルタル材料を含む構築物への適用を意図したものであり、これを左官材料で構築された構築物へ用いた場合、表面の修復は可能ではあるが、内部を補強するものではない。さらに、補修材としての収縮抑制には限度があり、修復箇所と修復前の箇所との外観上の差異を解消するには至っておらず、外観が重要である歴史的建築物等の補修には適用が困難であるという問題がある。
また、特許文献2に記載の技術も同様にモルタル材料の構築物への適用を意図した技術であり、壁体などの表面の亀裂の補修には適用できるが、表面にポリマーセメント組成物を塗布する必要があり、特許文献1に記載の技術と同様に、外観上の観点から、伝統的な左官仕上げの面体の補修に適用することは困難である。
However, the composition described in Patent Document 1 is mainly intended to be applied to a structure containing a mortar material, and when this is used for a structure constructed with plastering material, surface repair is possible. It does not reinforce the interior. In addition, there is a limit to the shrinkage suppression as a repair material, and it has not been able to eliminate the difference in appearance between the repaired part and the part before repairing, and repairing historical buildings where appearance is important There is a problem that it is difficult to apply.
Similarly, the technique described in Patent Document 2 is also a technique intended to be applied to a mortar material structure, and can be applied to repair of cracks on the surface of a wall or the like, but a polymer cement composition is applied to the surface. Similar to the technique described in Patent Document 1, it is difficult to apply to the repair of a traditional plaster finished face from the viewpoint of appearance.

本発明の課題は、コテ仕上げにより形成された壁又は天井における破損箇所、強度低下箇所等を修復した補修壁及び補修天井、また、これらの修復方法を提供することにある。   The subject of this invention is providing the repair wall and repair ceiling which repaired the damage location in the wall or ceiling formed by trowel finishing, the strength fall location, etc., and these restoration methods.

本発明者らは、特定のアクリル樹脂組成物を用いたアクリル樹脂硬化体を用いることで、上記課題を解決しうることを見出し、本発明を完成した。
本発明は、以下の態様を含む。
本発明の第1の態様は、下地材と、前記下地材にコテで仕上げられた中塗り材と、前記中塗り材にコテで仕上げられた表面材と、を備えた壁体と、前記表面材の表面から前記壁体の中へ穿孔された注入孔と、前記注入孔に充填されると共に前記注入孔の孔壁から前記壁体へ浸透して硬化したアクリル樹脂硬化体と、を有する補修壁である。
The present inventors have found that the above problems can be solved by using an acrylic resin cured body using a specific acrylic resin composition, and have completed the present invention.
The present invention includes the following aspects.
According to a first aspect of the present invention, there is provided a wall including a base material, an intermediate coating material finished with a trowel on the base material, and a surface material finished with a trowel on the intermediate coating material, and the surface A repair comprising: an injection hole drilled into the wall body from the surface of a material; and an acrylic resin cured body filled in the injection hole and penetrating from the hole wall of the injection hole into the wall body and cured. It is a wall.

本発明の第1の態様の補修壁は、壁体に穿孔された注入孔内部と、壁体に含まれる土粒子間の空隙にアクリル樹脂硬化体が存在し、植物の幹と、幹から張り出した根が連結された状態の硬化体となっている。このアクリル樹脂硬化体は、アンカーの役割を果たしており、下地材、中塗り材、及び表面材がアクリル樹脂硬化体を介して一体的に固着され、表面材の剥離、中塗り材及び表面材の崩落が抑制される。
また、注入孔へ充填されたアクリル樹脂組成物は、表面材に発生した亀裂、或は、表面材が浮いて形成された表面材と中塗り材との間の空隙に浸透しており、表面材の表面が修復される。
In the repair wall of the first aspect of the present invention, the cured acrylic resin exists in the injection hole drilled in the wall body and in the gap between the soil particles contained in the wall body, and the plant trunk and the projecting wall project from the trunk. The cured body is in a state where the roots are connected. This acrylic resin cured body plays the role of an anchor, and the base material, the intermediate coating material, and the surface material are integrally fixed via the acrylic resin cured body, and peeling of the surface material, intermediate coating material, and surface material Collapse is suppressed.
In addition, the acrylic resin composition filled in the injection hole penetrates into the cracks generated in the surface material or the gap between the surface material formed by floating the surface material and the intermediate coating material, The surface of the material is repaired.

本発明の第2の態様は、前記注入孔の孔壁面が、前記壁体の表面材から壁体の中に向かって下り勾配となっている第1の態様の補修壁である。   A second aspect of the present invention is the repair wall according to the first aspect, wherein a hole wall surface of the injection hole has a downward slope from the surface material of the wall body into the wall body.

前記注入孔の孔壁面が、前記壁体の表面材から壁体の中に向かって下り勾配となっていることで、注入孔に形成されたアクリル樹脂硬化体へ作用する壁体の荷重の一部を、アクリル樹脂硬化体の軸力として負担できるため、水平に形成された注入孔に充填されたアクリル樹脂硬化体と比較すると、負担できる荷重が大きくなる。   Since the hole wall surface of the injection hole has a downward slope from the surface material of the wall body into the wall body, the load on the wall body acting on the cured acrylic resin formed in the injection hole is reduced. Since the portion can be borne as an axial force of the acrylic resin cured body, the load that can be borne becomes larger compared to the acrylic resin cured body filled in the injection hole formed horizontally.

本発明の第3の態様は、前記アクリル樹脂硬化体の中に、前記注入孔から前記壁体の深部に亘って紐状の補強材が固着されている、第1の態様又は第2の態様の補修壁である。   A third aspect of the present invention is the first aspect or the second aspect, wherein a string-like reinforcing material is fixed in the acrylic resin cured body from the injection hole to a deep portion of the wall body. It is a repair wall.

アクリル樹脂硬化体中に補強材を固着させることでアクリル樹脂硬化体が補強される。また、補強部材として紐状の補強材を用い、補強材の繊維を表面材の表面に拡がるように配置して、アクリル樹脂組成物で表面材の表面に固着する態様をとることで、表面材の剥離、剥落に対する抵抗がより大きくなる。   The cured acrylic resin is reinforced by fixing the reinforcing material in the cured acrylic resin. Further, by using a string-like reinforcing material as the reinforcing member, arranging the reinforcing material fibers so as to spread on the surface of the surface material, and taking an aspect of fixing to the surface of the surface material with the acrylic resin composition, the surface material The resistance to peeling and peeling off becomes greater.

本発明の第4の態様は、前記アクリル樹脂硬化体を形成するアクリル樹脂組成物が、アクリルモノマー及びメタクリルモノマーから選ばれる少なくとも1種のモノマーと、熱硬化性樹脂と、硬化剤と、を含有するアクリル樹脂組成物である、第1の態様〜第3の態様のいずれか1つの態様の補修壁である。   In the fourth aspect of the present invention, the acrylic resin composition forming the cured acrylic resin contains at least one monomer selected from acrylic monomers and methacrylic monomers, a thermosetting resin, and a curing agent. The repair wall according to any one of the first to third aspects, which is an acrylic resin composition.

前記アクリル樹脂組成物が、アクリルモノマー及びメタクリルモノマーから選ばれる少なくとも1種のモノマーと、熱可塑性樹脂と、硬化剤と、を含有するアクリル樹脂組成物であることで、エポキシ樹脂等と比較して、壁体の内部への浸透性がより良好であり、壁体等の深部に至るまで速やかに浸透して、アクリル樹脂硬化体が形成され、より高い補強効果が得られる。さらに、樹脂を溶剤に溶解してなる樹脂組成物に比較して、硬化時の体積収縮が抑制されるために、アクリル樹脂硬化体形成時における体積収縮に起因する応力集中及び新たな空隙の発生を抑制することができる。   The acrylic resin composition is an acrylic resin composition containing at least one monomer selected from an acrylic monomer and a methacryl monomer, a thermoplastic resin, and a curing agent, and compared with an epoxy resin or the like. Further, the permeability into the interior of the wall body is better, and it penetrates quickly to the deep part of the wall body and the like to form a cured acrylic resin, and a higher reinforcing effect is obtained. Furthermore, since the volume shrinkage at the time of curing is suppressed compared to a resin composition obtained by dissolving a resin in a solvent, stress concentration and generation of new voids due to volume shrinkage at the time of acrylic resin cured body formation Can be suppressed.

本発明の第5の態様は、下地材と、前記下地材にコテで仕上げられた中塗り材と、前記中塗り材にコテで仕上げられた表面材と、を備えた天井又は壁の面体の補修対象部位に、前記面体の表面から注入孔を穿孔する工程と、前記注入孔にアクリル樹脂組成物を充填し前記注入孔の孔壁から前記アクリル樹脂組成物を前記面体へ注入する工程と、前記注入孔から注入した前記アクリル樹脂組成物を、面体が有する空隙に浸透させて硬化させ、アクリル樹脂硬化体を形成する工程と、を有する天井又は壁の面体の補修方法である。   According to a fifth aspect of the present invention, there is provided a ceiling or wall face comprising a base material, an intermediate coating material finished with a trowel on the base material, and a surface material finished with a trowel on the intermediate coating material. A step of drilling an injection hole from the surface of the face piece to a repair target, a step of filling the injection hole with an acrylic resin composition and injecting the acrylic resin composition from the hole wall of the injection hole to the face piece; A method of repairing a ceiling or wall face piece having a step of allowing the acrylic resin composition injected from the injection hole to penetrate into a void included in the face piece and curing to form an acrylic resin cured body.

本発明の第5の態様の補修方法によれば、補修対象部位に注入孔を穿孔し、アクリル樹脂組成物を充填することで、アクリル樹脂組成物が表面材と中塗り材との間の形成された空隙、中塗り材に含まれる土粒子、わら等の間の空隙に浸透して、硬化することにより、表面材と中塗り材、中塗り材に含まれる粒子同士等が固着され、簡易な方法で効果的な補修、補強を行なうことができる。また、表面材には注入孔が形成されるが、注入孔はアクリル樹脂硬化体により充填されるために表面材における外観の低下が抑制される。   According to the repair method of the fifth aspect of the present invention, the acrylic resin composition is formed between the surface material and the intermediate coating material by drilling the injection hole in the repair target portion and filling the acrylic resin composition. The surface material, the intermediate coating material, and the particles contained in the intermediate coating material are firmly fixed by penetrating into the voids between the formed voids, soil particles contained in the intermediate coating material, straw, etc. and curing. Can be effectively repaired and reinforced by simple methods. Moreover, although the injection hole is formed in the surface material, since the injection hole is filled with the acrylic resin cured body, the deterioration of the appearance of the surface material is suppressed.

本発明の第6の態様は、梁間に間隔を空けて架け渡された板材と、前記板材の下面からコテで仕上げられた天井材と、前記板材の上面から前記天井材の中に至り、前記板材の長手方向へ間隔を空けて形成された複数の注入孔と、前記注入孔に充填されると共に前記天井材へ浸透して硬化したアクリル樹脂硬化体と、を有する補修天井である。   According to a sixth aspect of the present invention, there is provided a plate member that is spanned between the beams, a ceiling member that is finished with a trowel from the lower surface of the plate member, and an upper surface of the plate member that reaches the ceiling member. It is a repair ceiling having a plurality of injection holes formed at intervals in the longitudinal direction of the plate material, and an acrylic resin cured body that fills the injection holes and penetrates and hardens into the ceiling material.

本発明の第6の態様の補修天井は、梁間に間隔を空けて架け渡された板材とコテで仕上げられた天井材との間の空隙、及びコテで仕上げられた天井材に形成された注入孔にアクリル樹脂硬化体が存在し、このアクリル樹脂硬化体は、アンカーの役割を果たしており、板材から天井材が剥離することが抑制される。   The repair ceiling according to the sixth aspect of the present invention includes a gap formed between a plate member and a ceiling member finished with a trowel with a gap between beams, and an injection formed in the ceiling member finished with a trowel. An acrylic resin cured body exists in the hole, and this acrylic resin cured body plays the role of an anchor, and the ceiling material is prevented from peeling off from the plate material.

本発明の第7の態様は、前記注入孔に、前記注入孔へ挿入されると共に、前記板材の上面を通して隣り合う板材に形成された注入孔へ跨る紐状の補強材を有し、アクリル樹脂組成物が前記補強材へ浸透して硬化したアクリル樹脂硬化体をさらに有する、前記第6の態様の補修天井である。   According to a seventh aspect of the present invention, the injection hole has a string-like reinforcing material that is inserted into the injection hole and straddles the injection hole formed in the adjacent plate material through the upper surface of the plate material. It is the repair ceiling of the said 6th aspect which further has an acrylic resin hardened | cured material which the composition osmose | permeated the said reinforcing material and hardened | cured.

注入孔においてアクリル樹脂硬化体中に紐状の補強材が存在することで、アクリル樹脂硬化体が補強されると共に、アクリル樹脂組成物が紐状の補強材に浸透して硬化し、隣り合う板材に形成されたアクリル樹脂硬化体同士をつなぐことで、隣接するアクリル樹脂硬化体間で荷重が伝達され、天井材の剥離抑制機能がより向上する。   The presence of the string-like reinforcing material in the cured acrylic resin in the injection hole reinforces the cured acrylic resin, and the acrylic resin composition penetrates and cures the string-shaped reinforcing material, so that the adjacent plate material By connecting the cured acrylic resin bodies to each other, a load is transmitted between the adjacent cured acrylic resin bodies, and the ceiling material peeling suppression function is further improved.

本発明によれば、コテ仕上げにより形成された壁又は天井における破損箇所、強度低下箇所等を修復した補修壁及び補修天井、また、これらの修復方法が提供される。   ADVANTAGE OF THE INVENTION According to this invention, the repair wall and repair ceiling which repaired the damage location in the wall or ceiling formed by trowel finishing, the strength fall location, etc., and these repair methods are provided.

本発明の一態様の補修壁の一部破断した斜視図である。It is the perspective view which a partially fractured repair wall of one mode of the present invention. 本発明の一態様の補修壁を示す部分拡大断面図である。It is a partial expanded sectional view which shows the repair wall of 1 aspect of this invention. (A)〜(C)は、本発明の一態様の補修方法を壁体に適用したときの工程を示す概略断面図である。(A)-(C) are schematic sectional drawings which show a process when the repair method of 1 aspect of this invention is applied to a wall body. (D)〜(E)は、本発明の一態様の補修方法を壁体に適用したときの図3−1に示す(C)工程以降の工程を示す概略断面図である。(D)-(E) are schematic sectional drawings which show the process after the (C) process shown to FIGS. 3-1 when the repair method of 1 aspect of this invention is applied to a wall body. 本発明の一態様の補修方法において、注入孔を表面材に形成し、アクリル樹脂硬化体を表面材と中塗り材との間に形成した態様を示す断面図である。In the repair method of 1 aspect of this invention, it is sectional drawing which shows the aspect which formed the injection hole in the surface material and formed the acrylic resin hardening body between the surface material and the intermediate coating material. 本発明の一態様の補修天井を示す斜視図及び拡大図である。It is the perspective view and enlarged view which show the repair ceiling of 1 aspect of this invention. 本発明の一態様の補修天井の補修手順を示す断面図である。It is sectional drawing which shows the repair procedure of the repair ceiling of 1 aspect of this invention. 対照例の土壁の付着強度及びアクリル樹脂硬化体を有する本実施例の補修壁の付着強度を示すグラフである。It is a graph which shows the adhesion strength of the repair wall of a present Example which has the adhesion strength of the soil wall of a control example, and an acrylic resin hardening body.

以下、本発明の一態様である補修壁、補修天井について詳細に説明する。
なお、本発明において「コテ仕上げにより形成された壁又は天井」とは、土壁、漆喰壁、モルタル壁、漆喰天井、モルタル天井等、人手でコテにより仕上げる構造を包含するものである。また、本発明における「破損個所」とは、壁又は天井におけるひび割れ、表面の砂すじ、あばた、表面材或は中塗り材等の部分剥離およびこれらの全面剥離、壁体の奥行きへの欠損、さらには、これら破損部分における強度が低下した箇所等、面的な、及び奥行き方向への破損箇所のいずれをも包含する。
Hereinafter, a repair wall and a repair ceiling which are one embodiment of the present invention will be described in detail.
In the present invention, the “wall or ceiling formed by trowel finishing” includes structures that are manually finished by trowel, such as earth walls, plaster walls, mortar walls, plaster ceilings, mortar ceilings, and the like. Further, in the present invention, “damaged part” refers to cracks in the wall or ceiling, sand lines on the surface, flapping, partial peeling of the surface material or intermediate coating material, and their entire peeling, loss to the depth of the wall, Furthermore, it includes both planar and depth damaged portions such as a portion where the strength of the damaged portion is reduced.

〔補修壁〕
図1に示すように、補修壁10は、下地材12と、前記下地材12にコテで仕上げられた中塗り材14(以下、単に「中塗り材14」と称することがある)と、前記中塗り材14にコテで仕上げられた表面材16(以下、単に「表面材16」と称することがある)と、を備えた補修対象となる壁体11に対し、前記表面材16の表面から前記壁体11の中へ穿孔された注入孔18と、前記注入孔18に充填されると共に前記注入孔18の孔壁から前記壁体11へ浸透して硬化したアクリル樹脂硬化体20と、を有する。
図2に示すように、アクリル樹脂硬化体20は、注入孔18に充填された幹に相当する部分から、表面材16と中塗り材14との空隙、及び中塗り材14が含む土粒子間の空隙へと幹から生じる根の如き形状で連続して形成されている。注入孔18を、表面材16に生じた亀裂22箇所又は亀裂22の近傍に形成することにより、亀裂22の補修と壁体11内部の補強とを同時に行なうことができるため好ましい。
[Repair wall]
As shown in FIG. 1, the repair wall 10 includes a base material 12, an intermediate coating material 14 (hereinafter, simply referred to as “intermediate coating material 14”) finished with a trowel on the base material 12, and From the surface of the surface material 16 to the wall body 11 to be repaired, the surface material 16 (hereinafter, simply referred to as “surface material 16”) finished with a trowel on the intermediate coating material 14 An injection hole 18 drilled into the wall 11, and an acrylic resin cured body 20 filled in the injection hole 18 and penetrating into the wall 11 from the hole wall of the injection hole 18 and cured. Have.
As shown in FIG. 2, the cured acrylic resin 20 has a space between the surface material 16 and the intermediate coating material 14 and the soil particles included in the intermediate coating material 14 from the portion corresponding to the trunk filled in the injection hole 18. It is continuously formed in the shape of the root that arises from the trunk into the gap. It is preferable to form the injection hole 18 at or near the crack 22 generated in the surface material 16 because the repair of the crack 22 and the reinforcement inside the wall body 11 can be performed simultaneously.

アクリル樹脂硬化体20は、注入孔18へ充填されたアクリル樹脂組成物が、注入孔18の孔壁から壁体の空隙へ浸透し、その後、浸透したアクリル樹脂組成物が硬化して形成される。
形成されたアクリル樹脂硬化体20はアンカーの役割を果たしており、下地材12、中塗り材14及び表面材16が一体に固着され、表面材16の剥離、中塗り材14及び表面材16の崩落が抑制される。
また、注入孔18へ充填されたアクリル樹脂組成物は、表面材16に発生した亀裂22に浸透しており、表面材16の表面が修復される。
The acrylic resin cured body 20 is formed by the acrylic resin composition filled in the injection hole 18 penetrating from the hole wall of the injection hole 18 into the gap of the wall body, and then the penetrated acrylic resin composition is cured. .
The formed acrylic resin cured body 20 plays a role of an anchor, and the base material 12, the intermediate coating material 14 and the surface material 16 are integrally fixed, and the surface material 16 is peeled off, and the intermediate coating material 14 and the surface material 16 collapse. Is suppressed.
Further, the acrylic resin composition filled in the injection hole 18 penetrates into the crack 22 generated in the surface material 16, and the surface of the surface material 16 is repaired.

注入孔18の穿孔深さを調製することで、補修壁10内部に形成されるアクリル樹脂硬化体20の形成箇所を制御することができる。
例えば、注入孔18の深さを中塗り材14の表面に達する深さとすることで、表面材16と中塗り材14との空隙にアクリル樹脂組成物が浸透していき、アクリル樹脂硬化体20が形成されることで、表面材16と中塗り材14とを固着するため、表面材16のはらみによる剥離が抑制される。
注入孔18の深さを下地材12の近傍までとすることで、中塗り材14の深部まで、中塗り材14が含む土粒子等の間の空隙にアクリル樹脂硬化体20が形成され、コテ仕上げて形成された土壁に相当する中塗り材14が補強され、壁体における変形、崩落等の発生が抑制され、補修前よりも耐久性に優れた中塗り材14を備える補修壁10となる。
By adjusting the perforation depth of the injection hole 18, it is possible to control the formation location of the acrylic resin cured body 20 formed inside the repair wall 10.
For example, by setting the depth of the injection hole 18 to reach the surface of the intermediate coating material 14, the acrylic resin composition penetrates into the gap between the surface material 16 and the intermediate coating material 14, and the cured acrylic resin 20 Since the surface material 16 and the intermediate coating material 14 are fixed to each other, the surface material 16 is prevented from being peeled off due to the interference.
By setting the depth of the injection hole 18 to the vicinity of the base material 12, the acrylic resin cured body 20 is formed in the space between the soil particles and the like included in the intermediate coating material 14 up to the deep portion of the intermediate coating material 14. An intermediate coating material 14 corresponding to the finished earth wall is reinforced, and the repair wall 10 includes the intermediate coating material 14 that is less likely to be deformed, collapsed, etc., and is more durable than before repair. Become.

本発明の好ましい態様では、注入孔18の孔壁面が、前記壁体の表から壁体の中に向かって下り勾配とすることができる。
注入孔18の孔壁面を下り勾配とすることで、注入孔18内部に形成されたアクリル樹脂硬化体20へ作用する壁体の荷重の一部を、アクリル樹脂硬化体20の軸力として負担できるため、水平に形成された注入孔18に充填されたアクリル樹脂硬化体20と比較すると、負担できる荷重が大きくなる。また、アクリル樹脂硬化体20を形成するため、アクリル樹脂組成物を注入する際に、注入孔18が下り勾配であることで、注入されたアクリル樹脂組成物は注入孔18の深部まで速やかに流入するため、単位時間当たりの注入量を増やすことができる。さらに、孔壁面から注入孔18の周辺に向かって土粒子間の空隙により多くのアクリル樹脂組成物が浸透するため、より効率よく、より広範囲に亘りアクリル樹脂硬化体20を形成することができ、より強度が向上する。
In a preferred embodiment of the present invention, the hole wall surface of the injection hole 18 can be inclined downward from the front surface of the wall body into the wall body.
By making the hole wall surface of the injection hole 18 downwardly inclined, a part of the load of the wall body acting on the acrylic resin cured body 20 formed inside the injection hole 18 can be borne as the axial force of the acrylic resin cured body 20. Therefore, compared with the acrylic resin cured body 20 filled in the injection hole 18 formed horizontally, the load that can be borne becomes large. In addition, when the acrylic resin composition is injected to form the acrylic resin cured body 20, the injection hole 18 has a downward slope, so that the injected acrylic resin composition quickly flows into the deep portion of the injection hole 18. Therefore, the injection amount per unit time can be increased. Furthermore, since a large amount of the acrylic resin composition penetrates into the voids between the soil particles from the hole wall surface to the periphery of the injection hole 18, the acrylic resin cured body 20 can be formed more efficiently and over a wider range. Strength is further improved.

本発明の別の好ましい態様では、アクリル樹脂硬化体20中には、前記注入孔18から前記表面材16の表面に亘って紐状の補強材24を固着することができる。
アクリル樹脂硬化体20中に補強材24を固着させることで、アクリル樹脂硬化体20が補強される、また、紐状の補強材24の繊維が表面材16の表面に拡がって鍔部17を形成し、紐状の補強材24の繊維間に浸透したアクリル樹脂組成物により補強材24が表面材16の表面に固着されるため、表面材16の剥離、剥落に対する抵抗がより大きくなるという利点をも有する(図3(E)参照)。
In another preferable aspect of the present invention, a string-like reinforcing material 24 can be fixed in the acrylic resin cured body 20 from the injection hole 18 to the surface of the surface material 16.
The acrylic resin cured body 20 is reinforced by fixing the reinforcing material 24 in the cured acrylic resin body 20, and the fibers of the string-like reinforcing material 24 spread on the surface of the surface material 16 to form the flange portion 17. In addition, since the reinforcing material 24 is fixed to the surface of the surface material 16 by the acrylic resin composition that has penetrated between the fibers of the string-like reinforcing material 24, the resistance to peeling and peeling of the surface material 16 is further increased. (See FIG. 3E).

〔補修方法〕
本発明の補修壁10を形成する一態様としての補修方法について説明する。
本発明の修復方法は、下地材と、前記下地材にコテで仕上げられた中塗り材と、前記中塗り材にコテで仕上げられた表面材と、を備えた天井又は壁の面体の補修対象部位に、前記面体の表面から注入孔を穿孔する工程(注入孔形成工程)と、前記注入孔にアクリル樹脂組成物を充填し前記注入孔の孔壁からアクリル樹脂組成物を前記面体へ注入する工程(アクリル樹脂注入工程)と、前記注入孔から注入したアクリル樹脂組成物を、面体が有する空隙に浸透させて硬化させ、アクリル樹脂硬化体を形成する工程(アクリル樹脂硬化体形成工程)と、を有する天井又は壁の面体の補修方法である。
[Repair method]
The repair method as one aspect | mode which forms the repair wall 10 of this invention is demonstrated.
The repair method of the present invention includes a base material, an intermediate coating material finished with a trowel on the base material, and a surface material finished with a trowel on the intermediate coating material. A step of injecting an injection hole from the surface of the face piece (injection hole forming step) in a portion; filling the injection hole with an acrylic resin composition; and injecting the acrylic resin composition into the face piece from the hole wall of the injection hole A step (acrylic resin injecting step), a step of infiltrating the acrylic resin composition injected from the injection hole into the voids of the face body and curing to form an acrylic resin hardened body (acrylic resin hardened body forming step), A method of repairing a ceiling or a wall face having a wall.

以下、図3を参照し、補修壁10の作製に適用する補修方法について説明する。
(注入孔形成工程)
まず、図3(A)に示すように、補修対象となる壁体11の表面材16から中塗り材14へ向かって注入孔18を形成する。注入孔18は、ドリルで穿孔する方法等、公知の穿孔方法を用いて形成することができる。穿孔時に用いるドリルとしては、補修対象となる壁体11の強度、即ち穿孔時の抵抗力に応じた回転数に制御が可能な回転ドリルを用い、穿孔により形成される注入孔18周辺の成分の付着や補修壁10を構成する中塗り材14等を損傷しない方法で行うことが好ましい。注入孔18の形成後には、注入孔18内に穿孔時に発生した切削屑、切削粉末等を除去する注入孔18内の清掃を適切に行うことが、アクリル樹脂の浸透性をより向上させる観点から好ましい。注入孔18内の清掃は、簡易な空気式のスポイトにより、切削屑、切削粉末を飛散除去する方法等により行なうことができる。
Hereinafter, with reference to FIG. 3, the repair method applied to preparation of the repair wall 10 is demonstrated.
(Injection hole forming process)
First, as shown in FIG. 3A, an injection hole 18 is formed from the surface material 16 of the wall 11 to be repaired toward the intermediate coating material 14. The injection hole 18 can be formed using a known drilling method such as a drilling method. The drill used at the time of drilling is a rotary drill that can be controlled to the number of rotations according to the strength of the wall 11 to be repaired, that is, the resistance force at the time of drilling, and the components around the injection hole 18 formed by drilling. It is preferable to carry out by a method that does not damage the intermediate coating material 14 or the like constituting the adhesion or repair wall 10. From the viewpoint of further improving the permeability of the acrylic resin, after the formation of the injection hole 18, appropriate cleaning of the injection hole 18 for removing cutting waste, cutting powder and the like generated during drilling in the injection hole 18 is performed. preferable. Cleaning of the injection hole 18 can be performed by a method of scattering and removing cutting waste and cutting powder with a simple pneumatic dropper.

注入孔18の形成に際しては、注入孔18の孔壁面が、前記壁体26の表から壁体26の中に向かって下り勾配とすることが好ましい。勾配は図3(A)中、θで表され、θ=0°のとき、注入孔18の孔壁面は、壁体26が地面に対し垂直に形成される場合、地面に対し水平な注入孔18となる。
下り勾配の大きさは、θが0°を超え、60°以下であることが好ましく、15°〜50°の範囲にあることがより好ましく、30°〜45°の範囲にあることがさらに好ましい。
壁体26の表面材16近傍の修復及び補強を行なう際には下り勾配は小さくてもよい。一方、壁体26における中塗り材14の深部に至るまで補強する場合には、θは45°以上とすることが好ましい。
When forming the injection hole 18, it is preferable that the hole wall surface of the injection hole 18 has a downward slope from the front surface of the wall body 26 into the wall body 26. The gradient is represented by θ in FIG. 3A, and when θ = 0 °, the hole wall surface of the injection hole 18 is an injection hole that is horizontal to the ground when the wall 26 is formed perpendicular to the ground. 18
The magnitude of the downward gradient is preferably such that θ exceeds 0 ° and is 60 ° or less, more preferably in the range of 15 ° to 50 °, and further preferably in the range of 30 ° to 45 °. .
When repairing and reinforcing the vicinity of the surface material 16 of the wall body 26, the downward gradient may be small. On the other hand, when reinforcing to the deep part of the intermediate coating material 14 in the wall body 26, it is preferable that (theta) shall be 45 degrees or more.

図3(B)では、穿孔した注入孔18に紐状の補強材24を配置する。
補強材24は必ずしも必要ではないが、形成されたアクリル樹脂硬化体20中に補強材24が固着されることで、アクリル樹脂硬化体を補強することができる。
図3(B)に示すように、紐状の補強材24の繊維を表面材16の表面に拡がるように配置することにより、次工程でアクリル樹脂組成物を注入し、その後、アクリル樹脂組成物を硬化させてアクリル樹脂硬化体20を形成した際に、紐状の補強材24の繊維が表面材16の表面に固着されるため、表面材16の剥離、剥落に対する抵抗をより大きくすることができる。
補強材24としては、比較的繊維径が細く、破断強度が高い材料が好ましく、例えば、麻繊維、稲ワラなどを撚って紐状とした材料が挙げられる。また、撚って形成された紐状の補強材24には、後述するアルカリ樹脂組成物が浸透できる空隙を有することが好ましい。なかでも、補強材24としては、麻紐等ある程度の太さと繊維強度を有する繊維を撚って形成された紐状の補強材であることが、補強効果が良好であるという観点から好ましい。稲ワラを撚って形成された縄等を補強材とした場合、撚り方によっては、繊維が剛直で繊維間の空隙が広いことがあり、そのような場合、アクリル樹脂組成物が繊維間に浸透し難く、所望の強度向上効果が達成されないことがある。
In FIG. 3B, a string-like reinforcing material 24 is arranged in the drilled injection hole 18.
The reinforcing material 24 is not always necessary, but the cured acrylic resin can be reinforced by fixing the reinforcing material 24 in the formed cured acrylic resin 20.
As shown in FIG. 3B, the acrylic resin composition is injected in the next step by arranging the fibers of the string-like reinforcing material 24 so as to spread on the surface of the surface material 16, and then the acrylic resin composition. When the cured acrylic resin 20 is formed by curing the fiber, the fibers of the string-like reinforcing material 24 are fixed to the surface of the surface material 16, so that the resistance to peeling and peeling of the surface material 16 can be further increased. it can.
As the reinforcing material 24, a material having a relatively small fiber diameter and high breaking strength is preferable, and examples thereof include a material formed by twisting hemp fibers, rice straw and the like into a string shape. Moreover, it is preferable that the string-like reinforcing material 24 formed by twisting has a gap through which an alkali resin composition described later can permeate. Among these, the reinforcing material 24 is preferably a string-shaped reinforcing material formed by twisting fibers having a certain thickness and fiber strength, such as a hemp string, from the viewpoint of a good reinforcing effect. When a rope formed by twisting rice straw is used as a reinforcing material, depending on the twisting method, the fibers may be rigid and the gaps between the fibers may be wide. In such a case, the acrylic resin composition may be between the fibers. It may be difficult to penetrate and the desired strength improvement effect may not be achieved.

(アクリル樹脂注入工程)
次に、図3(C)に示すように、注入孔18に紐状の補強材24を挿入し、補強材の端部を注入孔18から外へ出した状態でアクリル樹脂組成物を注入する。注入は公知の方法で行なうことができる。例えば、注入孔18の奥側に注射器等のピストンを備えた注入器19を用いてアクリル樹脂を注入する方法が好ましい。アクリル樹脂の注入は、アクリル樹脂が注入孔18内、及び注入孔18内壁面より中塗り材14の空隙に空気等を巻き込むことなく自然に浸透させるため、低圧注入方式により、内部の空隙部分に一定の圧力を保ち注入し、充填させる方法をとることが好ましい。
ここで、注入孔18の深さが、例えば、下地材12に至るような深さである場合、注射針の先端から注入する方法だと、アクリル樹脂組成物が注入孔18の深部まで確実に流下せず、注入孔18の内壁面より浸透し、十分な深さまで至って注入孔18の底部に滞留しないことが懸念される。従って、深い注入孔18では、アクリル樹脂組成物の注入における開示時には、注射器の先端に可撓性のホース等を取り付けて、まず注入孔18の深部から流し込みを開始することが好ましい。このように深部からアクリル樹脂組成物を、粗な材料が多く空隙が比較的多い、下地材12近傍の中塗り材14に到達させることで、中塗り材の深部をも確実に補修できるようになるため好ましい。
(Acrylic resin injection process)
Next, as shown in FIG. 3 (C), a string-like reinforcing material 24 is inserted into the injection hole 18 and the acrylic resin composition is injected with the end of the reinforcing material protruding from the injection hole 18. . The injection can be performed by a known method. For example, a method of injecting acrylic resin using an injector 19 having a piston such as a syringe on the back side of the injection hole 18 is preferable. The acrylic resin is injected into the internal void portion by a low-pressure injection method because the acrylic resin naturally penetrates into the void of the intermediate coating material 14 from the injection hole 18 and the inner wall surface of the injection hole 18 without involving air or the like. It is preferable to use a method of injecting and filling while maintaining a constant pressure.
Here, when the depth of the injection hole 18 is, for example, a depth reaching the base material 12, the injection method from the tip of the injection needle ensures that the acrylic resin composition reaches the deep portion of the injection hole 18. There is a concern that it does not flow down, penetrates from the inner wall surface of the injection hole 18, reaches a sufficient depth, and does not stay at the bottom of the injection hole 18. Therefore, at the time of disclosure in the injection of the acrylic resin composition in the deep injection hole 18, it is preferable to attach a flexible hose or the like to the tip of the syringe and start pouring from the deep part of the injection hole 18 first. In this way, the deep part of the intermediate coating material can be reliably repaired by allowing the acrylic resin composition to reach the intermediate coating material 14 in the vicinity of the base material 12 where there are many rough materials and relatively many voids from the deep part. Therefore, it is preferable.

本発明の好ましい態様では、注入孔18は、補修対象となる壁材11の表面から内部に至るまで下り勾配を形成していることから、アクリル樹脂組成物は注入孔18の深部まで速やかに到達し、注入孔18内に注入されたアクリル樹脂組成物は、孔壁面から中塗り材14に含まれる土粒子等の間の空隙に徐々に浸透する。浸透は重力による浸透、毛管現象による浸透により注入孔18の内壁面から周辺に向かって行なわれる。重力の関係から、アクリル樹脂は注入孔18の上方よりも下方に多く浸透し、下方において、より広範囲のアクリル樹脂硬化体20が形成される。また、アクリル樹脂組成物は、表面材16と中塗り材14との空隙にも浸透する。   In the preferred embodiment of the present invention, since the injection hole 18 forms a downward gradient from the surface of the wall material 11 to be repaired to the inside, the acrylic resin composition quickly reaches the deep part of the injection hole 18. Then, the acrylic resin composition injected into the injection hole 18 gradually permeates into the gap between the soil particles and the like contained in the intermediate coating material 14 from the hole wall surface. The permeation is performed from the inner wall surface of the injection hole 18 toward the periphery by permeation due to gravity or permeation due to capillary action. Due to gravity, the acrylic resin penetrates more downward than above the injection hole 18, and a wider range of the cured acrylic resin 20 is formed below. The acrylic resin composition also penetrates into the gap between the surface material 16 and the intermediate coating material 14.

アクリル樹脂組成物は一度注入した後、経時すると孔壁面から中塗り材14等の内部へと浸透し、注入孔18に空隙が形成されることがある。その場合には、さらにアクリル樹脂組成物を注入することができる。このように、アクリル樹脂組成物の注入孔18への注入は、注入及び浸透の手順で複数回行なうことができる。
アクリル樹脂注入工程が完了した際に注入孔18をアクリル樹脂組成物が満たした状態となることが形成される補修壁10の強度向上の観点からは好ましい。
なお、壁体の空隙が大きく、注入孔18内にアクリル樹脂組成物を満たすことが流動性の観点から困難な場合には、穿孔時に得られた壁体の切削粉末等をアクリル樹脂組成物と混合し、アクリル樹脂組成物の粘度を向上させたのち、注入孔18に注入することもできる。
After the acrylic resin composition has been once injected, it may permeate into the interior of the intermediate coating material 14 and the like from the wall surface of the hole over time, and a void may be formed in the injection hole 18. In that case, an acrylic resin composition can be further injected. As described above, the injection of the acrylic resin composition into the injection hole 18 can be performed a plurality of times by the injection and permeation procedures.
It is preferable from the viewpoint of improving the strength of the repair wall 10 that the injection hole 18 is filled with the acrylic resin composition when the acrylic resin injection process is completed.
When the wall has a large gap and it is difficult to fill the acrylic resin composition in the injection hole 18 from the viewpoint of fluidity, the wall cutting powder obtained at the time of drilling is referred to as the acrylic resin composition. After mixing and improving the viscosity of the acrylic resin composition, it can be injected into the injection hole 18.

(アクリル樹脂組成物)
本発明においてアクリル樹脂硬化体の形成に用いられるアクリル樹脂組成物は、アクリルモノマー及びメタクリルモノマーから選ばれる1種以上のモノマーを含むアクリル樹脂組成物であることが、浸透性の観点から好ましい。
なお、本明細書では、アクリル、メタクリルのいずれか又は双方を指す場合(メタ)アクリルと称し、アクリレート、メタクリレートのいずれか又は双方を指す場合(メタ)アクリレートと称することがある。
本発明に用いうる好ましいアクリル樹脂組成物としては、(メタ)アクリルモノマーと、熱硬化性樹脂と、硬化剤と、を含有するアクリル樹脂組成物が挙げられる。
中塗り材14が含む土粒子、藁等の空隙への浸透性を考慮すれば、アクリル樹脂組成物は、常温(25℃)における粘度が80mPa・s〜100mPa・sの範囲であることが好ましい。アクリル樹脂組成物の粘度は、B形粘度計を用いて、JIS K6833−1(2008年)に準拠した方法で測定することができる。
アクリル樹脂組成物の粘度が上記範囲であることで、本発明に使用しうるアクリル樹脂は、表面材16に発生した亀裂、中塗り材14に含まれる土粒子間の空隙等に速やかに浸透する。具体的には、中塗り材14に含まれる粘土粒子の一般的な径と同程度の0.05mm程度の微細なひび割れや土粒子間の空隙に対し、大気圧の条件下で自然浸透が可能であり、それ以上の狭小部に対しても毛管現象により重力抵抗に関わりなく自然浸透することができる。
(Acrylic resin composition)
In the present invention, the acrylic resin composition used for forming the cured acrylic resin is preferably an acrylic resin composition containing one or more monomers selected from acrylic monomers and methacrylic monomers from the viewpoint of permeability.
In addition, in this specification, when referring to either or both of acryl and methacryl, it is referred to as (meth) acryl, and when referring to either or both of acrylate and methacrylate, it may be referred to as (meth) acrylate.
A preferable acrylic resin composition that can be used in the present invention includes an acrylic resin composition containing a (meth) acrylic monomer, a thermosetting resin, and a curing agent.
Considering the permeability to the voids such as soil particles and soot contained in the intermediate coating material 14, the acrylic resin composition preferably has a viscosity in the range of 80 mPa · s to 100 mPa · s at room temperature (25 ° C.). . The viscosity of the acrylic resin composition can be measured by a method based on JIS K6833-1 (2008) using a B-type viscometer.
When the viscosity of the acrylic resin composition is within the above range, the acrylic resin that can be used in the present invention quickly penetrates into cracks generated in the surface material 16, voids between soil particles contained in the intermediate coating material 14, and the like. . Specifically, natural penetration is possible under conditions of atmospheric pressure for fine cracks of about 0.05 mm, which are about the same as the general diameter of clay particles contained in the intermediate coating material 14, and voids between soil particles. It is possible to naturally penetrate even a narrow portion beyond that regardless of gravity resistance by capillary action.

アクリル樹脂組成物の主剤であるアクリルモノマーとしては、アクリレートモノマー、又はメタクリレートモノマーから選ばれる少なくとも1種を含むことが好ましい。(メタ)アクリルモノマーは変性されていてもよい。
(メタ)アクリルモノマーとしては、ジシクロペンテニールオキシエチレンメタクリレート、メトキシポリエチレングリコール#900メタアクリレート等が好ましく挙げられる。
(メタ)アクリレートモノマーは市販品を用いてもよく、例えば、リビルト樹脂 リビルト300(商品名、福田実業(株)製:ジシクロペンテニールオキシエチレンメタクリレート)、NK−エステルM−20G(商品名、新中村化学工業(株)製:メトキシポリエチレングリコール#900メタアクリレート)等が挙げられる。
アクリル樹脂組成物全量に対する(メタ)アクリルモノマーの含有量は、80質量%〜90質量%の範囲であることが好ましく、83質量%〜88質量%の範囲であることがより好ましい。
また、流動性を損なわない範囲で、アクリル樹脂組成物は(メタ)アクリル樹脂粒子を含有してもよい。
The acrylic monomer that is the main component of the acrylic resin composition preferably contains at least one selected from an acrylate monomer or a methacrylate monomer. The (meth) acryl monomer may be modified.
Preferred examples of the (meth) acrylic monomer include dicyclopentenyl oxyethylene methacrylate and methoxypolyethylene glycol # 900 methacrylate.
Commercially available products may be used as the (meth) acrylate monomer. For example, Rebuilt resin Rebuilt 300 (trade name, manufactured by Fukuda Jitsugyo Co., Ltd .: dicyclopentenyl oxyethylene methacrylate), NK-ester M-20G (trade name, Shin-Nakamura Chemical Co., Ltd .: methoxypolyethylene glycol # 900 methacrylate).
The content of the (meth) acrylic monomer with respect to the total amount of the acrylic resin composition is preferably in the range of 80% by mass to 90% by mass, and more preferably in the range of 83% by mass to 88% by mass.
Moreover, the acrylic resin composition may contain (meth) acrylic resin particles as long as fluidity is not impaired.

アクリル樹脂組成物には、(メタ)アクリルモノマーに加え、高強度の硬化体を形成するのに有用な熱硬化性樹脂と、熱硬化性樹脂を硬化させる硬化剤を含有する。
熱硬化性樹脂としては、エポキシ樹脂、ウレタン樹脂、シリコーン樹脂、ユリア樹脂、フェノール樹脂等が挙げられる。
アクリル樹脂組成物全量に対する熱硬化性樹脂の含有量は、10質量%〜20質量%の範囲であることが好ましく、12質量%〜16質量%の範囲であることがより好ましい。
熱硬化性樹脂の硬化剤としては、過酸化物が好ましい。硬化剤の含有量は、用いられる熱硬化性樹脂の種類、含有量に従い、適宜決定することができる。
In addition to the (meth) acrylic monomer, the acrylic resin composition contains a thermosetting resin useful for forming a high-strength cured body and a curing agent that cures the thermosetting resin.
Examples of the thermosetting resin include an epoxy resin, a urethane resin, a silicone resin, a urea resin, and a phenol resin.
The content of the thermosetting resin relative to the total amount of the acrylic resin composition is preferably in the range of 10% by mass to 20% by mass, and more preferably in the range of 12% by mass to 16% by mass.
As the curing agent for the thermosetting resin, a peroxide is preferable. The content of the curing agent can be appropriately determined according to the type and content of the thermosetting resin used.

本発明に係るアクリル樹脂組成物は(メタ)アクリルモノマーが液状であるため、溶剤を含有しなくても良好な流動性を有する。このため、樹脂を溶剤で溶解した樹脂組成物を用いた場合よりも、硬化時の体積収縮がより小さいものとなるため、好ましい。   Since the acrylic resin composition according to the present invention is a liquid (meth) acrylic monomer, it has good fluidity even without containing a solvent. For this reason, since volume shrinkage at the time of hardening becomes smaller than the case where the resin composition which melt | dissolved resin with the solvent is used, it is preferable.

アクリル樹脂組成物には、本発明の効果を損なわない限りにおいて、流動性、硬化性等を調製する目的で、他の成分を添加剤として用いてもよい。
添加剤としては、軟化剤としてのクロロプレンゴム、粘度調整剤としてのアエロジル等の無機粒子、遅延剤としてのアルキルフェノール、促進剤としてのナフテンコバルト等が挙げられる。
As long as the effects of the present invention are not impaired, other components may be used as additives in the acrylic resin composition for the purpose of adjusting fluidity and curability.
Examples of the additive include chloroprene rubber as a softener, inorganic particles such as aerosil as a viscosity modifier, alkylphenol as a retarder, naphthene cobalt as an accelerator, and the like.

本発明におけるアクリル樹脂組成物は、市販品を用いてもよく、例えば、ジャスト(株)製、浸透ジャスト(商品名)等が挙げられる。浸透ジャストは、コンクリート硬化体の亀裂修復材、金属の防錆膜の形成に使用された例はあるが、本発明における如き、コテ仕上げ壁、天井等に対し、補強体としてのアクリル樹脂硬化体を形成するために適用された例はない。   A commercial item may be used for the acrylic resin composition in this invention, For example, Just Co., Ltd. product, Osmotic Just (brand name) etc. are mentioned. There are examples in which penetration penetration is used to form crack repairing materials for hardened concrete and formation of metal rust preventive films. However, as in the present invention, hardened acrylic resin as a reinforcing body for troweled walls, ceilings, etc. There is no example applied to form.

(アクリル樹脂硬化体形成工程)
本工程では、注入孔18から注入し、面体が有する空隙、例えば、表面材16と中塗り材14との間の空隙、中塗り材14に含まれる土粒子、藁等の間の空隙等に浸透したアクリル樹脂組成物を硬化させ、図3(D)、及び図3(E)に示すように、補強材24で補強されたアクリル樹脂硬化体20を形成する。
アクリル樹脂組成物が浸透可能な対象としては、漆喰、土壁、木材、縄、布、藁、紙等が挙げられ、アクリル樹脂組成物が硬化して固着しうる材料としては、漆喰、土壁及び土壁に含まれる土粒子、木材、縄、布、藁、紙等が挙げられる。また、アクリル樹脂組成物は、コンクリート、モルタル、金属、石材等を固着することができるため、石材や、修復に用いられたモルタル硬化体等の異種素材と接触した壁体を異種素材と固着させることもできる。
(Acrylic resin cured body forming process)
In this step, it is injected from the injection hole 18 into the voids of the face piece, for example, the voids between the surface material 16 and the intermediate coating material 14, the soil particles contained in the intermediate coating material 14, the voids between the soots, etc. The permeated acrylic resin composition is cured to form a cured acrylic resin body 20 reinforced with a reinforcing material 24 as shown in FIGS. 3 (D) and 3 (E).
Examples of the material into which the acrylic resin composition can permeate include plaster, earthen wall, wood, rope, cloth, fence, paper, and the like, and materials that can be fixed by hardening the acrylic resin composition include plaster, earthen wall. And earth particles contained in the earth wall, wood, rope, cloth, firewood, paper and the like. In addition, since the acrylic resin composition can fix concrete, mortar, metal, stone, etc., the stone or the wall that has been in contact with a different material such as a cured mortar used for restoration is fixed to the different material. You can also

アクリル樹脂組成物の面体への浸透後の硬化時間は、通常、1時間〜2時間程度であり、速やかに硬化してアクリル樹脂硬化体を形成する。硬化時間は、アクリル樹脂組成物に含まれる硬化剤、遅延剤等の種類、添加量を制御することで、30分間〜7日間程度まで調整することが可能である。   The curing time after the acrylic resin composition has penetrated into the face body is usually about 1 to 2 hours, and is quickly cured to form a cured acrylic resin. The curing time can be adjusted from about 30 minutes to about 7 days by controlling the type and amount of curing agent, retarder, etc. contained in the acrylic resin composition.

アクリル樹脂組成物の硬化時には、補強材24を用いた場合、補強材24に浸透したアクリル樹脂組成物も同様に硬化することで、注入孔18内のアクリル樹脂硬化体の強度、及び注入孔18周辺の表面材14周辺の強度がより向上する。   When the acrylic resin composition is cured, when the reinforcing material 24 is used, the acrylic resin composition that has penetrated into the reinforcing material 24 is also cured in the same manner, so that the strength of the acrylic resin cured body in the injection hole 18 and the injection hole 18 are increased. The strength around the peripheral surface material 14 is further improved.

既述の補修方法により、本発明の補修壁10を形成することができる。注入孔18の面体表面からの深さを調整することで、面体内の所望の領域に高強度のアクリル樹脂硬化体20が形成された補修壁10を得る。
補修壁10表面には、注入孔18が形成されるが、形成された注入孔18の内部はアクリル樹脂硬化体20により充填されるため、補修壁10表面の外観を大きく損なうことなく、表面材16と中塗り材14との間を固着したり、中塗り材14内部をアクリル樹脂硬化体20により補強したりしてなる補修壁10を得ることができる。この補強壁10の表面に、表面材16を上塗りして補修部分を化粧することが好ましい。
図4は、注入孔18の深さを表面材16と中塗り材14との間に至る深さとし、表面材16と中塗り材14との空隙にアクリル樹脂硬化体20が形成された態様を示す概略図である。表面材16と中塗り材14との空隙にアクリル樹脂硬化体20が形成されることで、表面材16と中塗り材14とが固着され、表面材16の中塗り材14からの剥離、崩落を抑制することができる。
The repair wall 10 of the present invention can be formed by the repair method described above. The repair wall 10 in which the high-strength acrylic resin cured body 20 is formed in a desired region in the face body is obtained by adjusting the depth of the injection hole 18 from the face body surface.
The injection hole 18 is formed on the surface of the repair wall 10, and the inside of the formed injection hole 18 is filled with the acrylic resin cured body 20, so that the surface material is not greatly impaired without greatly impairing the appearance of the surface of the repair wall 10. The repair wall 10 can be obtained by fixing between the intermediate coating material 16 and the intermediate coating material 14 or by reinforcing the inside of the intermediate coating material 14 with the acrylic resin cured body 20. It is preferable to apply a surface material 16 on the surface of the reinforcing wall 10 to make up the repaired portion.
In FIG. 4, the injection hole 18 has a depth reaching between the surface material 16 and the intermediate coating material 14, and the acrylic resin cured body 20 is formed in the gap between the surface material 16 and the intermediate coating material 14. FIG. By forming the acrylic resin cured body 20 in the gap between the surface material 16 and the intermediate coating material 14, the surface material 16 and the intermediate coating material 14 are fixed, and the surface material 16 is peeled off from the intermediate coating material 14. Can be suppressed.

(補修天井)
図5(A)は、本発明の一態様の補修天井30を示す部分斜視図であり、図5(B)は部分拡大図である。
補修天井30は、梁32間に間隔を空けて架け渡された板材34と、前記板材34の下面からコテで仕上げられた天井材36と、前記板材34の上面から前記天井材36の中に至り、前記板材34の長手方向へ間隔を空けて形成された複数の注入孔38と、前記注入孔38に充填されると共に前記注入孔38内、及び天井材36と板材34との間の空隙内に浸透して硬化したアクリル樹脂硬化体40と、を有している。
注入孔38には、板材34の上面を通して隣り合う板材34に形成された注入孔38へ跨る紐状の補強材42が挿入されている。隣り合う板材34に形成された注入孔38へ跨る紐状の補強材42を配置することで、アクリル樹脂組成物が紐状の補強材42へも浸透して補強材42が硬化したアクリル樹脂硬化体40が形成され、補修天井30の支持強度がより向上する。
(Repair ceiling)
5A is a partial perspective view illustrating the repair ceiling 30 according to one embodiment of the present invention, and FIG. 5B is a partially enlarged view.
The repair ceiling 30 includes a plate member 34 spanned between the beams 32, a ceiling member 36 finished with a trowel from the lower surface of the plate member 34, and an upper surface of the plate member 34 into the ceiling member 36. The plurality of injection holes 38 formed at intervals in the longitudinal direction of the plate member 34, and the gaps filled in the injection holes 38 and between the ceiling member 36 and the plate member 34. And an acrylic resin cured body 40 that has penetrated and cured.
A string-like reinforcing material 42 straddling the injection hole 38 formed in the adjacent plate material 34 through the upper surface of the plate material 34 is inserted into the injection hole 38. By arranging the string-like reinforcing material 42 straddling the injection hole 38 formed in the adjacent plate material 34, the acrylic resin composition penetrates into the string-like reinforcing material 42 and the reinforcing material 42 is cured. The body 40 is formed and the support strength of the repair ceiling 30 is further improved.

(補修天井の製造方法)
図6は、本発明の一態様の補修天井の製造方法を示す概略断面図である。
図6(A)は補修前の天井であり、図6(B)に示すように、まず、板材34の上面から天井材36の中に至り、板材34の長手方向へ間隔を空けて複数の注入孔38を穿孔する。
一般に、板材34のからコテで仕上げられた天井材36としては、漆喰が使用される。漆喰を板材34の下面からコテで塗布すると、図6(A)に示すように、漆喰の一部が板材34の側面に添って天井の上方まで至り、板材34の側面と上面とを覆う漆喰の立ち上り部36Aが形成され、板材34と天井材36との密着強度が向上する。
このとき、図6(A)に示すように、板材34の厚みをtとし、隣接する板材34間の間隔をlとしたとき、t/lをアンカー係数と称し、t/lが1を超えることにより、漆喰の立ち上り部36Aが形成されやすくなり、漆喰の硬化後の板材34と天井材36との固着強度がより向上するため好ましい。
(Manufacturing method of repair ceiling)
FIG. 6 is a schematic cross-sectional view illustrating a method for manufacturing a repair ceiling according to an aspect of the present invention.
FIG. 6 (A) shows the ceiling before repair. As shown in FIG. 6 (B), first, the ceiling material 36 is reached from the upper surface of the plate member 34, and a plurality of pieces are provided at intervals in the longitudinal direction of the plate member 34. The injection hole 38 is drilled.
Generally, plaster is used as the ceiling material 36 finished with a trowel from the plate material 34. When the plaster is applied with a trowel from the lower surface of the plate material 34, as shown in FIG. 6A, a part of the plaster reaches the upper part of the ceiling along the side surface of the plate material 34 and covers the side surface and the upper surface of the plate material 34. The rising portion 36A is formed, and the adhesion strength between the plate member 34 and the ceiling member 36 is improved.
At this time, as shown in FIG. 6A, when the thickness of the plate member 34 is t and the interval between the adjacent plate members 34 is 1, t / l is referred to as an anchor coefficient, and t / l exceeds 1. Thus, the rising portion 36A of the stucco is easily formed, and the fixing strength between the plate material 34 and the ceiling material 36 after the stucco is cured is more preferable.

注入孔38は、天井材36中に至るが、天井材36を貫通しない深さで形成される。注入孔38の深さ、形成される注入孔38の間隔は、補修天井30が必要とする強度に応じて適宜決定される。
次に、図6(C)に示すように、穿孔された注入孔38の内部に、紐状の補強材42を挿入する。紐状の補強材42は、図5(A)に示すように、板材36の上面を通して隣り合う板材34に形成された注入孔38へ跨って挿入する。補強材42は必ずしも必要ではないが、補強材42を用いることで補修天井30の強度、崩落に対する抵抗力が上がる。
補強材42は、補修壁10において用いられた補強材24と同様に、麻紐等、ある程度の太さと繊維強度を有する繊維により形成された紐状の補強材であることが、補強効果がより良好であるという観点から好ましい。
The injection hole 38 reaches the ceiling material 36 but is formed with a depth that does not penetrate the ceiling material 36. The depth of the injection hole 38 and the interval between the injection holes 38 to be formed are appropriately determined according to the strength required for the repair ceiling 30.
Next, as shown in FIG. 6C, a string-like reinforcing material 42 is inserted into the perforated injection hole 38. As shown in FIG. 5A, the string-like reinforcing material 42 is inserted across the upper surface of the plate material 36 and into the injection hole 38 formed in the adjacent plate material 34. Although the reinforcing material 42 is not necessarily required, the strength of the repair ceiling 30 and the resistance to collapse are increased by using the reinforcing material 42.
Similar to the reinforcing material 24 used in the repair wall 10, the reinforcing material 42 is a string-like reinforcing material formed of fibers having a certain thickness and fiber strength, such as hemp string, so that the reinforcing effect is further improved. It is preferable from the viewpoint of being good.

板材36の上面を通して隣り合う板材34に形成された注入孔38へ跨る紐状の補強材42を注入孔38へ配置した後、図6(D)に示すように、注入孔38へアクリル樹脂組成物を注入する。注入は常圧で行なうことができる。本実施形態に用いるアクリル樹脂組成物は、補修壁10の形成に用いたのと同様のアクリル樹脂組成物を用いることができる。注入孔38に注入されたアクリル樹脂組成物は、注入孔38内部を満たし、板材34と天井材36との空隙、注入孔38内に配置された紐状の補強材42の繊維間等に浸透する。
その後、アクリル樹脂組成物が硬化することで、図5(B)に示されるように、注入孔38の内部、板材34と天井材36との空隙及び紐状の補強材42にアクリル樹脂硬化体20が形成され、板材34と天井材36との間が固着され、本発明の補修天井30が形成される。
本発明の補修天井30は、漆喰等のコテ仕上げで形成された天井材36の内部、及び板材34と天井材36との間にアクリル樹脂硬化体20を有するため、天井材36自体の強度が向上し、板材34と天井材36とがアクリル樹脂硬化体20により固着されているため、破損、崩落が効果的に抑制された補修天井30となる。また、隣り合う板材34に形成された注入孔38へ跨る紐状の補強材42を用いることで、隣接する板材34間の結合強度がより向上する。
After the string-like reinforcing material 42 straddling the injection hole 38 formed in the adjacent plate material 34 through the upper surface of the plate material 36 is disposed in the injection hole 38, as shown in FIG. Inject things. Injection can be performed at normal pressure. As the acrylic resin composition used in the present embodiment, the same acrylic resin composition as that used for forming the repair wall 10 can be used. The acrylic resin composition injected into the injection hole 38 fills the inside of the injection hole 38 and penetrates into the gap between the plate material 34 and the ceiling material 36, between the fibers of the string-like reinforcing material 42 disposed in the injection hole 38, and the like. To do.
Thereafter, as the acrylic resin composition is cured, as shown in FIG. 5B, the acrylic resin cured body is formed in the injection hole 38, the gap between the plate member 34 and the ceiling member 36, and the string-like reinforcing material 42. 20 is formed, and the plate member 34 and the ceiling member 36 are fixed to form the repair ceiling 30 of the present invention.
Since the repair ceiling 30 of the present invention has the acrylic resin cured body 20 inside the ceiling material 36 formed by a trowel finish such as plaster and between the plate material 34 and the ceiling material 36, the strength of the ceiling material 36 itself is high. Since the plate material 34 and the ceiling material 36 are fixed to each other by the acrylic resin cured body 20, the repair ceiling 30 is obtained in which breakage and collapse are effectively suppressed. Further, by using the string-like reinforcing material 42 straddling the injection hole 38 formed in the adjacent plate material 34, the bonding strength between the adjacent plate materials 34 is further improved.

(1)実施例1
〔漆喰土壁試験体の作製〕
まず、本発明の一態様の補修壁を作製するための、下地材12と、下地材12にコテで仕上げられた中塗り材14と、中塗り材14にコテで仕上げられた表面材16とを備え、表面材16として漆喰を用いた漆喰土壁試験体を作製した。
以下の材料にて、木舞下地を形成し、一般的な工法で作製したグレードA試験体と、劣化状態を想定した前記グレードA試験体よりも低い強度を想定したグレードB試験体の漆喰土壁試験体を作製した。
(1) Example 1
[Preparation of test specimen for plastered earth wall]
First, the base material 12, the intermediate coating material 14 finished with a trowel on the base material 12, and the surface material 16 finished with a trowel on the intermediate coating material 14 for producing the repair wall of one embodiment of the present invention The plaster earth wall test body which used plaster as the surface material 16 was produced.
Stucco soil of grade A test body that is made of the following materials and is made of a general construction method with the following materials, and grade B test body that assumes lower strength than the grade A test body that assumes a deteriorated state. A wall specimen was prepared.

(グレードA試験体)
まず、下地となる木舞下地を作製する。木舞下地は、躯体として杉材を用い、木舞下地は、さらし竹(直径25cm〜30cm)としめ縄を用いて作製した。
グレードA試験体は、木舞下地に対し、(i)下塗り荒壁作製、(ii)下げ縄作製、(iii)縦縄作製、(iv)横縄作製、(v)大むら直し塗布、(vi)小むら直し塗布、(vii)中塗り塗布、(vii)上塗り漆喰コテ仕上げ、の8工程を順に施工をした。
これらのうち木舞下地が本発明における下地材12であり、下塗り荒壁、大むら直し、小むら直し、及び中塗りが、本発明における中塗り材14に相当し、上塗り漆喰が本発明における表面材16に相当する。
(Grade A specimen)
First, a wooden dance base that is a base is prepared. The wooden dance foundation was made of cedar wood as a frame, and the wooden dance foundation was made of exposed bamboo (diameter 25 cm to 30 cm) and a rope.
Grade A test specimens were prepared for (i) undercoating rough wall fabrication, (ii) hanging rope production, (iii) longitudinal rope production, (iv) transverse rope production, (v) large unevenness application, (vi) 8 steps were applied in order: small unevenness coating, (vii) intermediate coating, and (vii) top plaster iron finish.
Of these, the wood dance base is the base material 12 in the present invention, the undercoating rough wall, the large unevenness, the small unevenness, and the intermediate coating correspond to the intermediate coating material 14 in the present invention, and the top coat plaster is the surface in the present invention. It corresponds to the material 16.

グレードA試験体では、(i)工程、(v)工程、(vi)工程、及び(vii)工程の後、その後の工程における材料のコテ塗りをする前に、「ひがき」と称される表面積を増やし乾燥を早める工程をそれぞれ行なった。
コテ仕上げ中塗り材の作製に使用した土は、荒壁土:(荒木田土:藁:水)=405:11.5:50(kg)、大むら直し土:(荒木田土:砂:ひだしすさ:水)=(53.8:44.9:1.4:17.2)(kg)、小むら直し土(荒木田土:砂:ひだしすさ:ふるった藁:水)=(26.9:23.0:1.9:1.6:8.6)(kg)であり、表面材の作製には、漆喰=3.32(kg)を用いた。
In grade A specimens, after the (i) step, (v) step, (vi) step, and (vii) step, before the ironing of the material in the subsequent step, it is referred to as “scratch” Each step of increasing the surface area and speeding up drying was performed.
The soil used for the preparation of the iron finish intermediate coating was rough wall soil: (Arakida soil: cocoon: water) = 405: 11.5: 50 (kg), large unevenness soil: (Arakida soil: sand: Hidaushisusa : Water) = (53.8: 44.9: 1.4: 17.2) (kg), small unevenness soil (Arakida soil: sand: Hida sashisa: sieved water: water) = (26.9 : 23.0: 1.9: 1.6: 8.6) (kg), and plaster = 3.32 (kg) was used for producing the surface material.

グレードA試験体の作製には、上記土を用いた以下の配合の材料を用いた。
−グレードA試験体の材料(単位kg)−
下塗:荒壁土=80.6
下げ縄 :(荒壁土:砂:水)=(24.4:18.4:少量)2
縦縄:(荒壁土:砂:水)=(32.5:9.2:少量)
横縄:(荒壁土:砂:水)=(52.2:9.3:少量)
大むら直し:(大むら直し土:砂:水:スサ)=(31.4:9.6:少量:1.4)
小むら直し:(小むら直し土:砂:ふるった藁)=(24.8:2.7:0.01)
中塗り:(小むら直し土:砂:水:スサ)=(24.8:2.7:2.3:3.2)
表面材:漆喰=3.3
For the preparation of the grade A test body, the material having the following composition using the soil was used.
-Grade A specimen material (kg)-
Undercoat: rough wall soil = 80.6
Lower rope: (rough wall soil: sand: water) = (24.4: 18.4: small amount) 2
Long rope: (Rough wall soil: Sand: Water) = (32.5: 9.2: Small amount)
Yoko rope: (Rough wall soil: Sand: Water) = (52.2: 9.3: Small amount)
Large unevenness correction: (Large unevenness soil: Sand: Water: Susa) = (31.4: 9.6: Small amount: 1.4)
Small unevenness correction: (small unevenness correction soil: sand: sieved cocoon) = (24.8: 2.7: 0.01)
Intermediate coating: (small unevenness soil: sand: water: susa) = (24.8: 2.7: 2.3: 3.2)
Surface material: Stucco = 3.3

(グレードB試験体)
グレードB試験体は、グレードA試験体と同じ木舞下地を用い、グレードA試験体の作製工程において、(i)工程、(v)工程、(vi)工程、及び(vii)工程の後に行なわれる「ひがき」と称される表面積を増やし乾燥を早める工程を省いた。また、各工程でコテ仕上げする材料を以下に記載の左官材料に変更した。
−グレードB試験体の材料(単位kg)−
下塗:荒壁土=80.6
下げ縄:荒壁土=28.2
縦縄:荒壁土=31.8
横縄:荒壁土=52.0
大むら直し:大むら直し土=43.6
小むら直し:小むら直し土=19.6
中塗り:小むら直し土=31.4
表面材 漆喰=3.3
即ち、グレードB試験体では、グレードA試験体の作製時に用いた補強に有効なワラやスサを混合した材料を用いず、土のみを材料としてコテ仕上げを行ない、壁体に相当する試験体を作製した。
(Grade B specimen)
Grade B specimens are the same as the Grade A specimens, and are used after the (i), (v), (vi), and (vii) processes in the Grade A specimen production process. The process of increasing the surface area called “Higaki” and speeding up drying is omitted. In addition, the material to be troweled in each process was changed to the plastering material described below.
-Grade B specimen material (kg)-
Undercoat: rough wall soil = 80.6
Lower rope: rough wall soil = 28.2
Long rope: rough wall soil = 31.8
Yokonawa: rough wall soil = 52.0
Large unevenness repair: Large unevenness repair soil = 43.6
Small unevenness repair: Small unevenness soil = 19.6
Intermediate coating: Small unevenness soil = 31.4
Surface material Stucco = 3.3
That is, in the grade B test body, a material corresponding to the wall body is prepared by performing a trowel finish using only soil as a material, without using a material mixed with a straw and a wedge effective for reinforcing the grade A test body. Produced.

〔補修壁の作製〕
(注入孔の穿孔)
得られた試験体に電動ドリルで注入孔18を穿孔した。
(表層補修壁試験)
表層補修効果の検討では、注入孔18は、深さを小むら直し土による中塗に達する深さでまでの注入孔(a):直径4mm、深さ50mmを穿孔した。
注入孔18は、試験体表面に対して垂直の注入孔(θ=0°、以下注入孔(a−0)と称する)、試験体の表面材16から試験体の中に向かって下り勾配の注入孔(θ=30°、以下、注入孔(a−30)と称する)、及び下り勾配の注入孔(θ=45°、以下注入孔(a−45)と称する)をそれぞれ異なる試験体に穿孔した。
[Production of repair walls]
(Drilling of injection hole)
The injection hole 18 was drilled in the obtained specimen with an electric drill.
(Surface repair wall test)
In the examination of the effect of repairing the surface layer, the injection hole 18 was drilled with a depth of 4 mm and a depth of 50 mm.
The injection hole 18 is an injection hole perpendicular to the surface of the specimen (θ = 0 °, hereinafter referred to as injection hole (a-0)), and has a downward slope from the surface material 16 of the specimen toward the specimen. The injection hole (θ = 30 °, hereinafter referred to as injection hole (a-30)) and the downwardly inclined injection hole (θ = 45 °, hereinafter referred to as injection hole (a-45)) are used as different specimens. Perforated.

(深部補修壁試験)
深部補修壁試験では、荒壁土による下塗に達する深さである注入孔(b):直径10mm、深さ100mmのものを穿孔した。
注入孔18は、試験体表面に対して垂直の注入孔(θ=0°、以下注入孔(b−0)と称する)、試験体の表面材16から試験体の中に向かって下り勾配の注入孔(θ=30°、以下、注入孔(b−30)と称する)、及び下り勾配の注入孔(θ=45°、以下注入孔(b−45)と称する)をそれぞれ異なる試験体に穿孔した。
(Deep repair wall test)
In the deep repair wall test, an injection hole (b), which is the depth reaching the undercoat with rough wall soil, was drilled with a diameter of 10 mm and a depth of 100 mm.
The injection hole 18 is an injection hole perpendicular to the surface of the test body (θ = 0 °, hereinafter referred to as injection hole (b-0)), and has a downward slope from the surface material 16 of the test body into the test body. The injection hole (θ = 30 °, hereinafter referred to as injection hole (b-30)) and the downwardly inclined injection hole (θ = 45 °, hereinafter referred to as injection hole (b-45)) are used as different specimens. Perforated.

(アクリル樹脂組成物の注入及びアクリル樹脂硬化体の作製)
穿孔した注入孔18に対し、アクリル樹脂組成物〔ジャスト(株)製、浸透性アクリル樹脂、浸透ジャスト(商品名)〕を、注射器を使用して注入した。
注入孔(a−0)、注入孔(a−30)、及び注入孔(a−45)に対しては、1回の注入で注入孔18がアクリル樹脂組成物で満たされたため、そのまま1日間室温にて放置し、注入孔18及び試験体に浸透したアクリル樹脂組成物を硬化させてアクリル樹脂硬化体を形成させ、補修壁10を得た。
注入孔(b−0)、注入孔(b−30)、及び注入孔(b−45)に対しては、1回注入し、放置したところ、注入孔18内壁面から中塗り材の空隙へアクリル樹脂組成物が浸透したため、注入及び放置の操作を3回行なった。3回目の注入で注入孔18がアクリル樹脂組成物で満たされたため、そのまま5日間室温にて放置し、注入孔18及び試験体に浸透したアクリル樹脂組成物を硬化させてアクリル樹脂硬化体を形成し、補修壁10を得た。
(Injection of acrylic resin composition and production of cured acrylic resin)
An acrylic resin composition [manufactured by Just Co., Ltd., penetrating acrylic resin, penetrating just (trade name)] was poured into the drilled injection hole 18 using a syringe.
For the injection hole (a-0), the injection hole (a-30), and the injection hole (a-45), since the injection hole 18 was filled with the acrylic resin composition by one injection, it was kept for one day. The acrylic resin composition that had been allowed to stand at room temperature and penetrated into the injection hole 18 and the test body was cured to form an acrylic resin cured body, whereby the repair wall 10 was obtained.
The injection hole (b-0), the injection hole (b-30), and the injection hole (b-45) are injected once and left as it is, from the inner wall surface of the injection hole 18 to the gap of the intermediate coating material. Since the acrylic resin composition penetrated, injection and leaving operations were performed three times. Since the injection hole 18 was filled with the acrylic resin composition in the third injection, it was left at room temperature for 5 days, and the acrylic resin composition that had permeated the injection hole 18 and the test body was cured to form an acrylic resin cured body. The repair wall 10 was obtained.

〔補修壁の評価〕
補修壁の評価として、強度の測定を行なった。
補修壁の強度は、デジタルフォースゲージ(商品名:A&D社製)を用いて測定した。前記各漆喰土壁試験体に40mm×40mmの鋼製アタッチメントをエポキシ樹脂(コニシ社製、クイック5:商品名)で測定箇所に接着し、アタッチメント部分に沿ってせん断力での抵抗が発生しないよう約3mmの切り込みを入れた。
その後、専用の器具を装着して、各層間の付着強度を測定した。
中塗り材14における(II)中塗りと小村直しとの界面、中塗り材14における(III)小むら直し大むら直しとの界面、及び(IV)荒壁と大むら直しとの界面の付着強度のそれぞれを測定した。さらに、(V)荒壁の強度を測定した。
測定箇所は漆喰土壁試験体の左下部である。測定はそれぞれの試験体について4箇所行なった。
表層補修壁試験として、(II)中塗りと小村直しとの界面近傍、中塗り材14における(III)小むら直し大むら直しとの界面、及び(IV)荒壁と大むら直しとの界面の付着強度における4箇所の測定結果の平均値を表層補強の評価とした。
(V)荒壁の強度としては、4箇所の測定結果の平均値を深部補強の評価とした。
対照例としてアクリル樹脂組成物を注入しない試験体についても同様の測定を行なった。対照例では、さらに(I)表面材である漆喰と中塗りとの界面の付着強度を測定した。
[Evaluation of repair wall]
As an evaluation of the repair wall, the strength was measured.
The strength of the repair wall was measured using a digital force gauge (trade name: manufactured by A & D). Adhering a 40mm x 40mm steel attachment to each of the plastered earth wall test specimens with an epoxy resin (manufactured by Konishi Co., Ltd., Quick 5: trade name) so that resistance due to shear force does not occur along the attachment part. An incision of about 3 mm was made.
Thereafter, a dedicated instrument was attached to measure the adhesion strength between the layers.
Adhesion strength of (II) the interface between the intermediate coating and the Komura repair in the intermediate coating 14, (III) the interface between the minor uneven repair and the large repair in the intermediate coating 14, and (IV) the interface between the rough wall and the large repair. Each was measured. Furthermore, (V) the strength of the rough wall was measured.
A measurement location is a lower left part of the plastered earth wall test body. Measurement was carried out at four points for each specimen.
As the surface layer repair wall test, (II) near the interface between the intermediate coating and Komura repair, (III) the interface between the small unevenness and large unevenness in the intermediate coating material 14, and (IV) the interface between the rough wall and the large unevenness repair. The average value of the measurement results at four locations in the adhesion strength was used as the evaluation of the surface layer reinforcement.
(V) As the strength of the rough wall, the average value of the measurement results at four locations was used for evaluation of deep reinforcement.
As a control example, the same measurement was performed on a test body to which an acrylic resin composition was not injected. In the control example, the adhesion strength at the interface between the (I) plaster as the surface material and the intermediate coating was further measured.

結果を図7に示す。図7は、対照例の土壁の付着強度、及びアクリル樹脂硬化体を有する本実施例の補修壁の付着強度を示すグラフである。参考に、建造物における磁器タイル付着強度基準を図7に波線で示した。
本発明の補修壁は付着されたタイルと異なり一体化された壁体である。このため、波線で示した付着強度基準の近傍の強度を達成していれば、壁体として十分な強度を示すと評価できる。
図7に明らかなように、対照例に比較して、本発明の補修壁はいずれも、大幅な付着強度の向上が確認された。
The results are shown in FIG. FIG. 7 is a graph showing the adhesion strength of the soil wall of the control example and the adhesion strength of the repair wall of this example having a cured acrylic resin. For reference, the standard for adhesion of porcelain tiles in buildings is shown by the wavy line in FIG.
Unlike the attached tile, the repair wall of the present invention is an integrated wall body. For this reason, if the intensity | strength of the vicinity of the adhesion intensity | strength standard shown with the wavy line is achieved, it can be evaluated that it shows sufficient intensity | strength as a wall body.
As is clear from FIG. 7, it was confirmed that the repair wall of the present invention significantly improved the adhesion strength as compared with the control example.

表層補修では、注入孔18の形成角度(θ)による付着強度の差は明確ではなく、いずれも、対照例よりも付着強度が向上し、実用上十分な付着強度を示すことが分かる。
深部補修は、注入孔18の形成角度(θ)による付着強度の差が顕著に表れた。深部補修においては、補修壁内部の詳細な検討によれば、アクリル樹脂硬化体が、荒壁の横縄、縦縄まで到達して形成されていた。
荒壁は中塗りに比べ構成される土粒子が大きく空隙が多い、そのためアクリル樹脂組成物が土粒子の空隙に表層近傍よりも多量に充填され、その結果、広い領域に亘り高強度のアクリル樹脂硬化体が形成され、このアクリル樹脂硬化体により強度が飛躍的に向上したものと考えられる。
また、注入孔18の形成深さが深部に至ることで、荒壁よりも表面に近い大むら直し、小むら直し、中塗りの各層にもアクリル樹脂組成物がある程度浸透しているため、全体の強度がより向上したものと考えられる。
このとき、注入孔18の角度が下り勾配であることで、アクリル樹脂組成物が注入孔18の深部まで速やかに到達し、さらに、注入孔18内壁から土粒子に速やかに浸透するため、より多くのアクリル樹脂組成物を注入孔18から供給することができ、アクリル樹脂硬化体の形成面積が、下り勾配を有さないθ=0の注入孔18よりも大きくなり、より効果的な補強が可能となったものと考えられる。
In the surface layer repair, the difference in adhesion strength depending on the formation angle (θ) of the injection hole 18 is not clear, and it can be seen that the adhesion strength is improved as compared with the control example, and the adhesion strength is practically sufficient.
In the deep repair, the difference in the adhesion strength due to the formation angle (θ) of the injection hole 18 appeared remarkably. In deep part repair, according to the detailed examination inside the repair wall, the acrylic resin cured body was formed to reach the horizontal rope and the vertical rope of the rough wall.
Compared to the intermediate coating, the rough wall has larger soil particles and more voids, so the acrylic resin composition is filled more in the voids of the soil particles than in the vicinity of the surface layer. As a result, high-strength acrylic resin is cured over a wide area. A body is formed, and it is considered that the strength is dramatically improved by this acrylic resin cured body.
Moreover, since the formation depth of the injection hole 18 reaches the deep part, the acrylic resin composition has penetrated to some extent in the layers of the intermediate coating because the acrylic resin composition has permeated into the layers of the intermediate coating layer. It is considered that the strength was further improved.
At this time, since the angle of the injection hole 18 is a downward slope, the acrylic resin composition quickly reaches the deep part of the injection hole 18 and further penetrates into the soil particles from the inner wall of the injection hole 18 more quickly. The acrylic resin composition can be supplied from the injection hole 18, and the formation area of the cured acrylic resin is larger than the injection hole 18 of θ = 0 that does not have a downward gradient, enabling more effective reinforcement. It is thought that it became.

劣化を想定して作製した、当初の強度が低いグレードB試験体においても、実用上十分な強度が発現されたことから、本発明の補修方法は、劣化したコテ仕上げの壁体、天井等の補強に有効であることが分かる。
また、正規の工程を得て作製されたグレードA試験体においても、著しい強度向上が見られた。これは、土と共に、ワラ、スサ等を混入することで、空隙ができ、当初の強度は低下するが、アクリル樹脂組成物を浸透させるための空隙が多く存在することから、有効な強度向上効果が得られたと考えられる。
グレードA試験体の結果より、新規なコテ仕上げの壁体、天井材に対し、本発明の補修方法を当初より実施することで、外観は伝統的な漆喰仕上げの壁体、天井材であっても、経時による面剥離、崩落、亀裂の発生等のリスクを著しく低減させることができるものと考えられる。
Even in grade B test specimens that were prepared assuming deterioration and that had low initial strength, practically sufficient strength was expressed. Therefore, the repair method of the present invention was applied to deteriorated iron-finished walls, ceilings, etc. It turns out that it is effective for reinforcement.
In addition, a marked improvement in strength was also observed in the grade A test specimen prepared by obtaining a regular process. This is because, by mixing straw, susa, etc. with the soil, voids are formed and the initial strength is reduced, but there are many voids for infiltrating the acrylic resin composition, so effective strength improvement effect It is thought that was obtained.
From the results of Grade A test specimens, the repair method of the present invention is implemented from the beginning for new troweled wall bodies and ceiling materials, and the appearance is traditional plaster-finished wall bodies and ceiling materials. However, it is considered that the risk of surface peeling, collapse, cracking, etc. over time can be significantly reduced.

10 補修壁
12 下地材
14 表面材
16 中塗り材
18、38 注入孔
20 アクリル樹脂硬化体
30 補修天井
DESCRIPTION OF SYMBOLS 10 Repair wall 12 Base material 14 Surface material 16 Intermediate coating material 18 and 38 Injection hole 20 Acrylic resin hardening body 30 Repair ceiling

Claims (7)

下地材と、前記下地材にコテで仕上げられ、粘土又は土に対し、藁、麻繊維、ふのり及び消石灰から選ばれる材料を混ぜた混合物からなる中塗り材と、前記中塗り材にコテで仕上げられ、消石灰を含む漆喰からなる表面材と、を備えた壁体と、
前記表面材の表面から前記壁体の中へ穿孔された注入孔と、
前記注入孔に充填されると共に前記注入孔の孔壁から前記中塗り材に含まれる土粒子間の空隙へ浸透して前記空隙内で硬化したアクリル樹脂硬化体と、
を有する補修壁。
A base material, an intermediate coating material that is finished with a trowel on the base material, and a mixture of materials selected from straw, hemp fiber, furin and slaked lime with clay or earth, and the intermediate coating material with a trowel And a wall body provided with a surface material made of plaster containing slaked lime ,
An injection hole drilled into the wall from the surface of the surface material;
An acrylic resin cured body filled in the injection hole and penetrating from the hole wall of the injection hole into the space between the soil particles contained in the intermediate coating material and cured in the space ;
Repair wall with.
前記注入孔の孔壁面が、前記壁体の表面材から壁体の中に向かって下り勾配となっている請求項1に記載の補修壁。   The repair wall according to claim 1, wherein a hole wall surface of the injection hole has a downward slope from a surface material of the wall body into the wall body. 前記アクリル樹脂硬化体の中に、前記注入孔から前記壁体の深部に亘って紐状の補強材が固着されている請求項1又は請求項2に記載の補修壁。   The repair wall according to claim 1 or 2, wherein a string-like reinforcing material is fixed in the acrylic resin cured body from the injection hole to a deep portion of the wall body. 前記アクリル樹脂硬化体を形成するアクリル樹脂組成物が、アクリルモノマー及びメタクリルモノマーから選ばれる少なくとも1種のモノマーと、熱硬化性樹脂と、硬化剤と、を含有するアクリル樹脂組成物である請求項1〜請求項3のいずれか1項に記載の補修壁。   The acrylic resin composition forming the acrylic resin cured body is an acrylic resin composition containing at least one monomer selected from acrylic monomers and methacrylic monomers, a thermosetting resin, and a curing agent. The repair wall according to any one of claims 1 to 3. 下地材と、前記下地材にコテで仕上げられ、粘土又は土に対し、藁、麻繊維、ふのり及び消石灰から選ばれる材料を混ぜた混合物からなる中塗り材と、前記中塗り材にコテで仕上げられ、消石灰を含む漆喰からなる表面材と、を備えた天井又は壁の面体の補修対象部位に、前記面体の表面から注入孔を穿孔する工程と、
前記注入孔にアクリル樹脂組成物を充填し前記注入孔の孔壁から前記アクリル樹脂組成物を前記面体へ注入する工程と、
前記注入孔から注入した前記アクリル樹脂組成物を、面体が有する前記表面材と前記中塗り材との間の形成された空隙、及び前記中塗り材に含まれる土粒子間の空隙に浸透させて硬化させ、前記空隙内にアクリル樹脂硬化体を形成する工程と、
を有する天井又は壁の面体の補修方法。
A base material, an intermediate coating material that is finished with a trowel on the base material, and a mixture of materials selected from straw, hemp fiber, furin and slaked lime with clay or earth, and the intermediate coating material with a trowel A step of perforating an injection hole from the surface of the face piece in a repair target part of the face piece of the ceiling or wall provided with a surface material made of plaster containing slaked lime ,
Filling the injection hole with an acrylic resin composition and injecting the acrylic resin composition from the hole wall of the injection hole into the face body;
The acrylic resin composition injected from the injection hole is infiltrated into the gap formed between the surface material and the intermediate coating material included in the face piece, and the void between the soil particles contained in the intermediate coating material. Curing and forming an acrylic resin cured body in the gap ;
Repair method for ceiling or wall facepieces.
梁間に間隔を空けて架け渡された板材と、
前記板材の下面からコテで仕上げられた天井材と、
前記板材の上面から前記天井材の中に至り、前記板材の長手方向へ間隔を空けて形成された複数の注入孔と、
前記注入孔に充填されると共に前記天井材へ浸透して硬化したアクリル樹脂硬化体と、
を有する補修天井。
A plate spanned between the beams,
A ceiling material finished with a trowel from the lower surface of the plate material;
A plurality of injection holes formed from the upper surface of the plate material into the ceiling material and spaced in the longitudinal direction of the plate material;
An acrylic resin cured body filled in the injection hole and penetrating into the ceiling material and cured;
Repair ceiling with.
前記注入孔に、前記注入孔へ挿入されると共に、前記板材の上面を通して隣り合う板材に形成された注入孔へ跨る紐状の補強材を有し、
アクリル樹脂組成物が前記補強材へ浸透して硬化したアクリル樹脂硬化体をさらに有する請求項6に記載の補修天井。
The injection hole has a string-like reinforcing material that is inserted into the injection hole and straddles the injection hole formed in the adjacent plate material through the upper surface of the plate material,
The repair ceiling according to claim 6, further comprising an acrylic resin cured body in which an acrylic resin composition has penetrated into the reinforcing material and has been cured.
JP2015039541A 2015-02-27 2015-02-27 Repair method of repair wall, repair ceiling and trowel finish face Active JP6570170B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015039541A JP6570170B2 (en) 2015-02-27 2015-02-27 Repair method of repair wall, repair ceiling and trowel finish face

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015039541A JP6570170B2 (en) 2015-02-27 2015-02-27 Repair method of repair wall, repair ceiling and trowel finish face

Publications (2)

Publication Number Publication Date
JP2016160634A JP2016160634A (en) 2016-09-05
JP6570170B2 true JP6570170B2 (en) 2019-09-04

Family

ID=56846385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015039541A Active JP6570170B2 (en) 2015-02-27 2015-02-27 Repair method of repair wall, repair ceiling and trowel finish face

Country Status (1)

Country Link
JP (1) JP6570170B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3492672A4 (en) * 2016-07-29 2020-04-01 Kogakuin University Ceiling repair method and wall repair method
JP7161164B2 (en) * 2017-12-13 2022-10-26 ジー・オー・ピー株式会社 Workbench
JP7137606B2 (en) * 2020-11-11 2022-09-14 株式会社安藤・間 How to repair earth-painted walls
CN114319609A (en) * 2021-12-28 2022-04-12 上海建为历保科技股份有限公司 Moisture-proof structure and method for ancient folk house wall
JP2026061996A (en) * 2024-09-30 2026-04-09 鹿島建設株式会社 Rubber composition for structures, method for repairing and reinforcing the surface of a structure, method for repairing and reinforcing the interior of a structure, method for cleaning the surface of a structure, and method for sealing the surface of a structure.

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3763876B2 (en) * 1996-03-07 2006-04-05 電気化学工業株式会社 How to repair cracks in through walls
JP2001271495A (en) * 2000-03-24 2001-10-05 Inax Corp Repairing method for uplift part of wall
JP2008280723A (en) * 2007-05-10 2008-11-20 Plaza Of Legacy:Kk Crack repairing method and crack repairing agent for structure

Also Published As

Publication number Publication date
JP2016160634A (en) 2016-09-05

Similar Documents

Publication Publication Date Title
JP6570170B2 (en) Repair method of repair wall, repair ceiling and trowel finish face
CN108442724B (en) Earthen site crack repairing method
CN106760598A (en) Out-wall crack repairs structure
CN111140264A (en) Method for treating water leakage of cracks of tunnel concrete lining structure
CN1503871A (en) Composite panel for repairing reinforcing con'c body and method of using the same
CN109057385A (en) Engineering method is repaired in the fixed pin part slip casting of inlet of a kind of hollowing inner-outer wall ceramic tile, stone material
KR101248088B1 (en) Ground and structure reinforcing method for repair construction of construction structure
JP6921536B2 (en) Construction method of anchors to be installed in existing masonry and post-construction anchors
KR102356751B1 (en) Waterproof system of trench
CN103790168A (en) Application method of soil nailing wall in deep foundation pit supporting
JP6857915B2 (en) How to repair the ceiling and how to repair the wall
CN111140263B (en) Tunnel concrete lining crack width calculation method and crack treatment method
JP2008115584A (en) Reinforcement method for reinforced concrete structures
FI110494B (en) Process for making facade materials
CN117468750A (en) Construction methods for repairing cracks in concrete leveling floors
CN106677550A (en) Maintenance method for outer-wall crevices
CN217518277U (en) Netted crack seepage of floor panel and reinforced structure
JP6144951B2 (en) Injecting material injection method for concrete structures
CN105986574A (en) Hollow grouting anchor rod construction process
JP6054334B2 (en) Retaining method of retaining wall
JP6868379B2 (en) How to repair earthen plaster walls and repair materials used in the same method
JP7137606B2 (en) How to repair earth-painted walls
US20220250278A1 (en) Airforming constructive system
CN107366302A (en) A kind of construction technology of reinforced concrete retaining wall
CN106758682B (en) An ecological wooden plank road structure and its technology

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180226

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20180906

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20180906

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20180906

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190219

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190422

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190709

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190805

R150 Certificate of patent or registration of utility model

Ref document number: 6570170

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250